Criteria of acceptance for constant rate of strain consolidation test for cohesive soil
Constant rate of strain (CRS) consolidation test is a new method of consolidation testing in Malaysia. Although it had been widely used as an alternative for standard consolidation test in other countries such as Sweden and the USA, there is still no standard equipment for it. The selection of the s...
محفوظ في:
المؤلف الرئيسي: | Lam, Chee Siang |
---|---|
التنسيق: | أطروحة |
اللغة: | English |
منشور في: |
2006
|
الموضوعات: | |
الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/5313/1/LamCheeSiangMFKA2006.pdf |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
The coefficient of consolidation of cohesive soil by using constant rate strain method
بواسطة: Ali Agwila, Abdalla
منشور في: (2007) -
Compression characteristics stabilized cohesive soil
بواسطة: Mohammed Ashmila, Fathi
منشور في: (2009) -
Correlations between compressibility characteristics and physical properties of cohesive soil
بواسطة: Mohd. Noor, Norziaty
منشور في: (2007) -
Numerical simulation of bearing capacity for rigid footing on cohesive soil
بواسطة: Yusof, Zarina
منشور في: (2013) -
Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil
بواسطة: Wong, Leong Sing
منشور في: (2005)